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GNSS

The JMDL-52XXADT Differential Displacement Meter is one of the higher precision Kingmach GNSS for structural joints and relative movement. It uses two coupled inductive coils. As the measuring rod moves, magnetic flux changes in the two coils are equal in magnitude and opposite in direction, and the difference is calculated to reduce environmental interference and thermal drift. Listed ranges are 20 mm, 50 mm, and 100 mm. The product provides 0.01 mm resolution, plus or minus 0.1%FS accuracy, RS485 digital output, DC 9V to 24V supply, power consumption below 0.4 W, long-term stability of plus or minus 0.1%FS per year, and an operating temperature range from -40 degrees Celsius to +80 degrees Celsius. Temperature drift is listed as 0.001 mm per degree Celsius. These specifications are useful for bridges, railways, hydropower structures, dams, and buildings where small relative movement needs to be measured across seasons and load changes. During project setup, the measuring point should be matched with the expected travel direction, available mounting space, cable route, and required acquisition interval. This prevents a short-range joint instrument from being used on a long-travel point, or an exposed sensor from being placed where an embedded anchor is needed. It also helps the monitoring team set a baseline that can be defended during acceptance and later maintenance review.

Application of  GNSS

Application of GNSS

In building and high-formwork construction, GNSS are used less like long-term bridge instruments and more like real-time construction controls. During concrete pouring, steel pipe supports, scaffold frames, formwork platforms, and temporary load paths can move quickly while workers and pumps are still operating. Kingmach JMDL-49XXAT formwork displacement meters are built for this kind of site, with 50 mm, 100 mm, and 200 mm ranges, 0.01 mm sensitivity, 0.5%FS accuracy, IP68 protection, and a listed temperature range from -40 degrees Celsius to +100 degrees Celsius. Built-in memory can store time, temperature, displacement values, and other records. On a high-formwork job, the sensor position should be tied to the pouring sequence, support layout, concrete volume, and warning action. A sudden lateral movement of a steel pipe has a different meaning from slow settlement after loading. JMDL-22XXAT crack gauges may also be used after construction to follow building joint or crack width changes. The practical value is fast site feedback while the work can still be adjusted. Site teams should define who receives alarms during pouring, how readings are confirmed, and when work should pause for inspection. This makes the displacement point part of the construction control process, not just a record reviewed after the risk has passed.

The future of GNSS

The future of GNSS

Future GNSS will need to serve both precision monitoring and construction-speed decisions. A long-term bridge joint may need high precision differential measurement over many years, while a high-formwork support may need fast warnings during a short concrete pouring window. Kingmach already separates these needs through product forms: JMDL-52XXADT for high precision relative displacement, JMDL-49XXAT for formwork and steel wire displacement, JMDL-24XXAT for flexible geogrid deformation, and JMLS-22XXADT for long travel draw-wire monitoring. As monitoring platforms mature, project teams can select sampling intervals, warning levels, and report formats by construction risk rather than using one schedule for every point. This will make displacement data more actionable for site managers, not only for later technical reports. The strongest systems will still depend on careful installation, because digital tools cannot correct a loose bracket, wrong range, or poorly recorded baseline. Clear reporting will make displacement monitoring more useful for non-specialist decision makers while preserving the detail engineers need.

Care & Maintenance of GNSS

Care & Maintenance of GNSS

For formwork and construction-stage GNSS, inspection frequency should match the work rhythm. Kingmach JMDL-49XXAT formwork displacement meters may be used during concrete pouring, steel pipe support monitoring, tunnel portal movement, slope sliding, dam displacement, or railway subgrade monitoring. The product lists IP68 protection, 0.01 mm sensitivity, 0.5%FS accuracy, and a 30-year service life, but construction sites can still damage connectors, brackets, and cables quickly. Before pouring, confirm the zero reading, bracket tightness, cable route, warning level, and acquisition interval. During pouring or loading, watch for sudden jumps that match pump movement, support adjustment, or worker contact. After the stage is complete, inspect whether the sensor was knocked, buried, or moved. Keep time and temperature records with displacement readings because short-term construction movement can be different from long-term structural deformation. Keep the installation photo, point number, zero value, and expected movement direction with the commissioning record for later review. If a reading changes after maintenance work, inspect the base, anchor, cable, and cabinet before assuming the structure itself has moved.

Kingmach GNSS

When a monitoring plan is built around GNSS, the first question should be the engineering decision behind the reading. If the purpose is crack control, the JMDL-22XXAT series focuses on crack width, joints, and expansion joints. If the purpose is rock layer movement, the JMDL-31XXAT multipoint meter anchors several depths and separates displacement by layer. If the purpose is bedrock or slope face movement, the JMDL-32XXAT embedded single-point meter uses an anchor head, tie rod, flange, and PVC pipe assembly. If the purpose is large travel or equipment position, the JMLS-22XXADT wire rope sensor and JMCW-21XXADT magnetostrictive meter provide longer range options. Kingmach's category is therefore a toolbox for movement diagnosis, not one product renamed many times. That distinction helps engineers set warning values that match the structure being observed. The point should be named on the drawing, linked with its cable route, and checked against the expected movement direction before the first automatic reading is accepted. For daily review, the reading should be compared with nearby points, recent weather, site operations, and any loading event that could explain the movement.

FAQ

  • Q: What are GNSS used for?
    A: They measure movement such as relative displacement, crack width, expansion joint travel, bedrock deformation, rock layer movement, geogrid deformation, formwork settlement, and equipment stroke.

    Q: Which Kingmach models belong to this category?
    A: Common models include JMDL-21XXAT, JMDL-22XXAT, JMDL-24XXAT, JMDL-31XXAT, JMDL-32XXAT, JMDL-49XXAT, JMDL-52XXADT, JMCW-21XXADT, and JMLS-22XXADT.

    Q: What range should be selected first?
    A: Start from the expected movement. Short joint monitoring may need 20 mm to 100 mm, while draw-wire or equipment travel may require 500 mm to 2000 mm.

    Q: Can these products support remote monitoring?
    A: Yes. Several Kingmach models support digital transmission, RS485 communication, automatic acquisition, integrated testers, or unattended monitoring systems.

    Q: Why is the baseline reading important?
    A: All later movement is compared against the starting point. The baseline should be recorded after the sensor, bracket, anchor, cable, and structure are stable.

Reviews

David Wilson

We purchased displacement transducers and settlement sensors, and the quality exceeded our expectations. Easy installation and reliable performance.

Andrew Lee

The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.

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